Construction of Loading Berm from chainage 7Om to 5OOm of Deo Earthen of Deo Irrigation Scheme Ta. Halol Dist. Panchmahal

Name of Work : Constnrction of Loading Berm from chainage 7Om to 5OOm of Deo Earthen of Deo lrrigation Scheme Ta. Halol Dist.

Item Rate (Without

Item Description Qty Unit Amount

1 Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering 5567.96 Cum 178.38

and consolidation)(D) From Borrow area within 2.0 Km. including lead Rolling of earthwork in layers with

power roller including filling in depressions which occur during the process and watering of earth work as

2 Stripping the seat of dam/borrow area in all sort of soil, soft murrum, hard murrum, including depositing 306.71 Cum 27.3

the material outside the toe line of dam beyond 50m.and up to 100 m. as and where directed etc.

3 Quarrying transporting suitable filter materials specified gradation from approved borrow pit 845.94 Cum 885.1

area/stockpiles, spreading the materials in specified thickness dressing removing oversize saturation

rolling with suitable type of materials roots etc. watering up to roller for all lifts etc.complete.(A)Sand

4 Quarrying transporting suitable filter materials specified gradation from approved borrow pit 2044.7 Cum 826.6

area/stockpiles, spreading the materials in specified thickness dressing removing oversize materials roots

etc. watering up to saturation rolling with suitable type of roller for all lifts etc.complete. (B) Gravel

5 Providing and laying dry rubble pitching of various thickness to required grade including trimming of 1897.5 Sq.mt 399

earth work, hand packing the interstices with spauls, filling earth in interstices panelling complete for all

leads and lifts. 300 mm

6 , Excavating toe drain and Sorting Stacking & Depositing excavated material material up to 200 mt. lead 132 Rmt 3622.1

incl. providing rubble and laying filter material in uniform layer incl. light watering & rolling etc as per

approved drawing inclusive of providing & laying 12" dia (300 mm) NP2 class open jointed R.C.C. hume

pipe to the required grade as per design etc complete for all leads and lifts etc. complete

7 Constructing gutter in brick masonry in C.M. 1:5 proportion including plaster in C.M. 1:3, 12 mm thick 230 Rmt 1088

including curing on D/s slope of earthen dam as per detailed drawing and design as directed etc.

Deputy Executive Engineer

Irrigation Project Sub division no.23

I / We am/are willing to carry out the work at............................ % above/ below percent ( should written in figure and words )

of the estimated rate mentioned above.Amount of my/our tender works out as under

Estimated amount Put to tender Rs.__________ Estimated amount Put to tender Rs__________

Net Rs. ______________ Net Rs.

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-InCharge for which no extra payment shall be made.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills.

4. GST Will be paid Sepretely.

Above all items of "BOQ" with Item Description, Unit, Rate & Amount have verified by me and found order.

Divisional Accountant Executive Engineer

Vadodara Irrigation Division Vadodara Irrigation Division

Vadodara Vadodara